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Testing Report for 2015-10-23-10-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 07259024
EFIS: 0713000046
Project ID: 209916
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5,10,91,110,134-Var
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Sam Gallardo
Structure Rep.: Adriana Pimienta

Sample Information

DIME Sample ID: 2015-10-23-10
TL Number from the TL Form: 185011
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/23/2015
Date that the sample was received by the laboratory/organization performing the testing: 11/9/2015
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 903-11
Structure unique identifier: AVSF WALL AT LOCATION 18 SYST 24F
Structure name: AVSF FOOTINGS AT LOC 18
The fabricator/manufacturer/facility name: ASSOCIATED

Material Information

The concrete mix design number: 556300
The truck number from where the sample was collected: LOAD6
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 6
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-10-23-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 11/20/2015
Verified Date: 11/20/2015
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 4080 psi
Maximum load on cylinder 1: 114490 lb
Maximum load on cylinder 2: 117620 lb
Compressive strength of cylinder 1: 4022.8 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 4132.8 psi
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 28 days
Age of specimen in hours: no data